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RF-05-22-1280Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 9425 NE 6TH AVE, Miami Shores, FL33138 Contacts Parcel Number 1132060141400 Permit NO.: RF-05-22-1280 Permit Type: Roof Work C/assift2ationr Tile Permit Status: Applied Issue Date: I Expiration:11/16/2022 6th Avenue Medical Center Inc. Owner DOG ROOFING Contractor 9415 NE 6 AVE, Miami Shores, FL 33138 MARIA C MONTENEGRO Maria33ad@gmail.com 15476 NW 77 CT 422, MIAMI LAKES, FL 33016 Business: 3053058479 MARIA.UBAU@YAHOO.COM Description: RE -ROOF TILE --REPLACING RF-01-22-221 Valuation: $ 40,000.00 Inspection Re uests: Total Sci Feet: 4,626.00 iu Fees Amount Application Fee - Other $50.00 CCF $24.00 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $8.00 Roofing Fee $300.00 Scanning Fee (Manual) $9.00 Technology Fee $8.75 Total: $408.50 Payments Date Paid Amt Paid Total Fees $408.50 Credit Card 06/14/2022 $408.50 Amount Due: $0.00 Building Department Copy In consideration of the issuan o me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining and ins ct conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. n acce Ling thi permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate oer s are reo red ECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. I certify I and zoning. information is accurate and that all work will be done in ze tbe, above named contractor to do the work stated. with all applicable laws Signature: Owner / Contractor / Agent June 14, 2022 Page 2 of 2 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village Building Department 20050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 M/ROOFING REC ET V ED FBC 20 1 � Master Permit No. R ✓U5 �0 12-DG U ❑ REVISION Sub Permit No. ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: I425 NE to AVE City: Miami Shores County Miami Dade Zip: 33138 Folio/Parcel#:1(3=0014.1400 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 67H Avenue tledloCal LC►1'fer TAC- Phone#: 305 "75& - 7693 Address: 94-20 /QrK rlri✓e City: Man Shores State: FL zip: 35138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: JrhyS�-mgUahj cd ConfiQCAO/3 (119%e Phone#:,436-Q'�•- K93 Address:54�� NW -7T r^T'4t¢aa City: Wow La&45 State: FL Zip: 33010 Qualifier Name: Mar76i Mon-teneyo Phone#: State Certification or Registration #: CCC133) Tp4 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: Value of Work for this Permit: $ 40� 0M Square/Linear Foo ge of Work: 416Z(, Type of Work: ❑ Addition El Alteration ❑ New Repair/Replace ❑ Demolition �� / �o Description of Work: ' rtl.Clf e Specify color of color thru ` 00 9 Submittal Fee E _ CO/CC $ Scanning Fee $ 0(•90 Radon Fee $ '�;c�'r� • W DBPR $ U•�'� Notary Technologyrr� oD Fee $ �.�J Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ W .co Permit Fee $ •00 S 24•eY2 CCF TOTAL FEE NOW DUE $ (Remed02/24/2014) ,Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building per it is is ed. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. _ r Signature Signatur �C/ 0)w AgX(0-1 OWNE GENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument w s acknowledged before me this 19 day o 207�Z— , by day of 20 ZZ , by / G?!jIg4hW!L�who is personallyknown to who is personally known to_ _. me or who h s produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC!-, ' ( / NOTARY PUBLIC: Sign: Print: ti( olsl 4' W-4w? ! - Sign:_ Print: o Notary Public State of Florida Seal: �00 % No Pubtic Seal: , Maria C Ubsu �^ rY Site of Florida Maria C Ubau ,, My Commission GG 353698 `c My Co fission GG 353688os Expires 07I14/2023 '?oF �o`:� Expires?/14/2Q23 V APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk DIVISION OF CORPORATIONS IitYtSiw, al Detail by Entity Name Florida Profit Corporation 6TH AVENUE MEDICAL CENTER, INC. PiilDg Information Document Number P06000076684 FEI/EIN Number 20-5060904 Date Filed 06/05/2006 Effective Date 06/05/2006 State FL Status ACTIVE 9420 Park Drive Miami Shores, FL 33138 Changed:07/10/2013 Mailing Address 9420 Park Drive Miami Shores, FL 33138 Changed: 07/10/2013 Registered gent Name & Address KLEIN, RONALD ESQ. 4340 SHERIDAN STREET 102 HOLLYWOOD, FL 33021 Officer/Director Detail Name & Address Title P DIAZ, MARIA 9420 Park Drive Miami Shores, FL 33138 Report Year Filed Date 2020 04/30/2020 ' lill''i 1,1 1 1 J� I=1JIN I1 "fly Summary Report Property Information Folio: 11-3206-014-1400 Property Address: 9425 NE 6 AVE Miami Shores, FL 33138-2737 Owner 6TH AVENUE MEDICAL CENTER INC Mailing Address 9420 PARK DR MIAMI SHORES, FL 33138 USA PA Primary Zone 6800 COMMERCIAL - PROFESS OFFI Primary Land Use 1913 PROFESSIONAL SERVICE BLDG : OFFICE BUILDING Beds I Baths / Half 0 / 0 / 0 Floors 1 Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,618 Sq.Ft Lot Size 13,367 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $668,350 $601,515 $601,515 Building Value $266.537 $266.537 $198,485 XF Value $6,188 $6,188 $0 Market Value $941,075 $874,240 $800,000 Assessed Value $798,985 $726,350 $660,319 Benefits Information Benefit ITYpe 120211 20201 2019 Non -Homestead Assessment I $142,090 $147,890 $139,681 Cap Reduction Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 3 BLK 60 LOT SIZE 93.800 X 129 COC 24633-0916 06 2006 6 Generated On : 4/29/2022 Taxable Value Information 2021 2020 2019 County Exemption Value $0 $0 $0 Taxable Value 1 $798,985 $726.3501 $660,319 School Board Exemption Value 1$0 $0 $0 Taxable Value 1 $941,0751 $874,240 $800,000 City Exemption Value $0 $0 $0 Taxable Value $798,9851 $726,350 $660,319 Regional Exemption Value $0 $0 $0 Taxable Value 1 $798,9851 $726.3501 $660,319 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/2006 1 $800,000 24633-0916 1 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/dlsclaimer.asp Version: Miami Shores Village - BUILDI G DEPARTMENT 10050 NE 2 Ave Miami Shes, iFL 33138 305-795-2204 OWNERS'S AFFIDAVIT OF EXEMPTIO ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2"d Ave Miami Shores, FI 33138 Re: Owner's Name: , VAZ Property Address: Roofing Permit Number: Dear Building Official: I G certify that I am nt t all connections of my building because: *The just valuation for the structure for purpose of ad valorem $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisior (FBC)ior wit e provisions of 1994 edition of the South Florida LT Sig A6re Print State;of Florida, Miami Dade County The undersigned, being the first duly sworn, deposes and says tl above property mentioned. Sworn to and subscribed befo me 20 Z Z Notary Public, State of Florida at Large =` l":7/�;), required to retrofit the roof xation is less than of the Florida Building Code uilding Code (1994 SFBC) he/she is the owner for the is i OZ. day of 'ublic State of Florida Ubau mission GG 353698 • When the just valuation of the structure for purpose of ad Ivalorem taxation is equal to or more than $300,000.00, and the building was not cons t ucted with FBC nor a 1994 SFBC. Then you must provide a building application from General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bidg.miamishoresviIlage.com/WebLink/Browse.aspx?id =118080&dbid=O&repo=Mia mi5 oresVillage Rev0 i i 42021 Owner affidavit of exemption Page 1 of 1 imi-Dade DERM Quality Management Division s is to certify that the required :ificationis) Regarding asbestos have !n submitted in Compliance with Acable regulations. (/�" Digitally signed by Carlos Cano lom /� L / Sa I`wc Date: 2022.06.7009:45:56 MIAMFDADE -04'00' '® Florida Department of Department of Regulatory and Economic Resources Environmental Protection Environmental Resources Management 701 NW 1st Court, 2nd Floor Division of Air Resource Management Mi�I�rida 33136-3912 NOTICE OF DEMOLITION OR ASBESTOS RENOVATION T:305.372- 12 mia��.'�okD TYPE OF NOTICE (CHECK ONE ONLY) ORIGINAL ❑ REVISED r❑rSa. CANCELLATION ❑ COU ttYvN 7 99 TYPEOFPROJECT (CHECKONEONLY) DEMOLmON ❑ JN RENOVATION OOFING y1 0 Ogg IF OEMODTION.IS IT AN ORDERED DEMOLITION? ❑YES ❑ NO IF RENOV ATION: � 151TAN EMERGENCY RENO VATION OPERATION? ❑ YES NO File a [� IS RA PIA RENO VATIMt4 apz11 YES NO IFacilityName Process9 —� ZZ�I`(Jr� ........m�.—__........ _._ __.___ 55 City f�%"iCounty .. ...._ _.... Site _... t1 Consultant Inspecting Site Building Size_ %� ..... (Square Feet) aof Floors_. Bmidmg Age Prior Use: School/College/University ❑Residence ltnnall Business Others rA Present Use: ./.C1Scho�oU�[to�llege/htnlve El Residence El Small Business Other IL Faclhty Owner,l AL 'LYG{ �Q L Phone ,.,,,..... . _ _ __ _ _ .._ _- — _— a. Ci l t ( {� .�q•��_5 to _Zi III. Contractor 7 i'1 t� .S es s�f v.r+' rS (Q V.0 Phone y (,p City .1.!!ill. i..�... -44_C"9 3Is the contractor exempt from neeri under section 469.002(4), F 5.? 2 YES Q NO 1.:�.�i.i ___ _State ._ Ztp __t� ..._.._— �p 133 s / O'5 IV. Scheduled Dates: (Notice must be 0^}m� O worst > vs for project start dates W Asbestos Removal lmm/dd/ )S[a mish: a'� SZ DemotRenovadon(mm/dd/ )Stan: ___FiNsh.,_____ V. Description of planned demolitlon or ena vation works a orm nd methods to_pyee ployed including demolition or renovation techniques to be used and description of affected facility components. Ke— 0 F —h �� Procedures robe Used (Check AlMat Apply): Strip and Removal Glove Rag Bulldozer Wrecsing Bail Wet Method ❑ D7 Method ❑ Explode ❑ Burn Down I OTHER: I VI. Procedures for Unexpected RACK Vil. Asbestos W asteTtansoorrer. Nam Address City_ V61. Wasce Di City F-C Iff" p State -tnt - Zip ✓ r - r v iX. RACM or ACM: Pros ure, Including analytical methods, employed todetea the presence of RACM and Category I and It nonfriable ACM. Am 1fOACMor ACM' D! Q square feet surfacing material __ square feet cementhlous material linear feet pipe ._.. .. square feet resilient flooring cubic feet of PACM off facility components square feet asphalt roofing 9dentlfy and describe surfacing material and other materials as applicable: I certify that the above information is correct and mar an individual Irained in the provisions of this regulation 140 CFR Part 61, Subpart M1 will be on - site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection d- udypg orm;,l ingks hr�yi I h read and understood � additional information provided on the back of this form. �!J I � (u { ofownertOperator) FIER USE ONLY Postmark/Date Received (Date) (Contact phoneai ID t ni, oh-hse halo DISTRIBUTION: White-RER Yellow Applicant Pink -Reserve Gold-Resen, .1- . ?V 6/9/22, 3:17 PM ePayment Services ePayment Thank You For Your Payment! Nothing to show. Order Date 6/9/2022 Order Time 3:27:34 PM Transaction Number 090622ED2-OA793C47-F248-46F9-88B1-FBA8808OF92D Authorization Number 161370 Payment Option Credit Card Name Alexander Ubau Payment Item(s)(1) $187.5e X2022126497 $107.50 Job Address 15476 NW 77 CT #422 TOTAL $107.50 Thursday, June 9, 2022, 3:17:51 PM b2022 - Miami -Dade County. A11 rights reserved. https.1/wwwx.miamidade.gov/Apps/RER/ePayment/Payment/ProcessNumbers# 1 /1 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section A (General Information) Master Permit Number: Process Number: Contractor's Name: DC& 7(OOTi/I Job Address: q+95 NE (o AVE Miami 5horCS, FL 3313E ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile LK Mortar/ Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ wood Shingles / Shakes ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance LK Reroofirt6:.. •❑,Recovering •, . . .. .. ..... ROOF SYSTEM INFORMATION ....- Low Slope Roof Area (ftz) Steep Sl 4 Roof Area (ft') To a[�,t2)• 2 a�:• • •• ....% Are there gas vents on the roof? 0 Yes No If Yes what type? 0 Natural ¢ LPX :, Is there an existing roof top Solar System? 0 Yes 0 No If yes will it be reinstalled? 0 Yes :G No •�• ° Section B (Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 Y y oj)ZI Coo P E. t.� _ a, con 0 ip �i _N ... .. yWC)0C 1 -. 7 E`avu, t N m VI ep 2 , Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Control Number: aI- 04b20. LLC Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zonel: p� Zone 2e. Zone2n: — Zone 2r. 85 Zone 3e: Zone 3r: -- Slope Range: K2:12 to <_ 4:12 O> 4:12 to < 6:12 O> 6:12 to < 12:12 Roof Shape: O All Hip Roof Q-6able Roof or Partial GaDle/}fip Roof•'•• ••• Deck Type: C2& Plywood► 519 ... ' UnderlaymentType: 4M ASTM -DQR(p .. .. �.�• •• �• Roof Slo e: 12 Insulation: NIA �•� Fire Barrier: OJA Ridge Ventilation? Fastener Type & Spacing: I ¢ R. s, ngilJ 051 /i1-7 n CIA le"oc fops a' "w-5 @6a"oe{,'•et . Cap Sheet Type: .561 r /10/4.ea"-d Mean Roof Height: 14 Cap Sheet Attachment: Roof Covering: Fearcelonq loo BUILDING REATEVIE'vV Cancrefe APPROVED�J Drip Edge Type &Size: 3':t'3wlv. 65 lta;le Il yR.s@¢ Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section E (Tile Calculations) For Moment based tile systems, choose Method 1. Compare the values for Mr with the values from Mf. If the Mr values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1* " Moment Based Tile Calculations per RAS 127" Enter positive uplift pressures when using this table 1 (Zone 1: x AOD1 ) - Mgt' = Mri �3`'Y Product Approval Mf: L� G Qdd (Zone 2e: x A�� _) - Mg: �` d = Mrze(�'� a _I Product Approval Mf: ( Zone 2n: x A Mg: 1" 00 = Mr2n Product Approval Mf: ( Zone 2r: 0 V x A Mg. Mrzr � 9� Product Approval Mf: L ( Zone 3e: x A ' °) - Mg: ;�'p0 = Mr3P- /' 42 Product Approval Mf: 3$ - ? ( Zone 3r: x AQ 3gl = ) - Mg: Mr3r --" Product Approval Mf: `r ° ° ° ° ° ° ° ° Tile attachment method: Alternate Tile attachment method: ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 00 For Uplift Based tile systems use Method 3. Compare the values for F' with the values for Fr. If the �'°values areire titer thar ;art---* equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. ° ° ° °° °°°°° Method 3* "Uplift Based Tile Calculations per RAS 127" °° °° °°°°°° °° ° ° °°°° ° °°°°°° °°°°°° ° ° ° ° ° ° ° ° ° (Zone 1: x L = x W = ) - ( w) x cos 6 ) = Fri H ° ° ProductApproo el F'o 00000° ° °° ° ° (Zone 2e: x L = x W = ) - (w ) x cos A ) = Fr2e ;r�ad°u&Apprc;aI F'; ° ° ° ° ° o (Zone 2n: x L = x W = ) - (w) x cos 6 ) = Fr2n ° 00 Product Approval F': (Zone 2r: x L = x W = ) - (w) x cos 8 ) = Fr2r Product Approval F': (Zone 3e: x L = x W = ) - (w) x cos A ) = Fr3e Product Approval F': (Zone 3r: x L = x W = ) - (w) x cos 9 ) = For Product Approval F': *Method 2 "Simplified Tile Calculations" only applicable in Broward County. Where to obtain Information Description Symbol Where to Find Design Pressure Zones 1, 2e, 2n, 2r,3e, 3r From the applicable Table in RAS-127 or be an engineering analysis prepared by a PE based upon ASCE 7 Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier Product Approval / Notice of Acceptance Restoring Moment due to Gravity Mg Product Approval / Notice of Acceptance Attachment Resistance Mf Product Approval / Notice of Acceptance Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval / Notice of Acceptance Required Uplift Resistance Fr Calculated Average Tile Weight w Product Approval / Notice of Acceptance Tile Dimensions L=Length W= Width Product Approval / Notice of Acceptance All calculations must be submitted to the Building Official at the time of permit application. TABLE 7 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE - >_ 2:12 to :5 4:12 RISK CATEGORY 11 EXPOSURE CATEGORY "C" Roof Mean Height Roof Pressure Zones 1 2r 2e and 3 s 15' ✓ -67 -88 -94 > 15' to s 20' -71 -93 -100 > 20' to s 25 -75 -97 -104 > 25' to s 30' -78 -101 -109 > 30' to s 35' -80 -105 -113 > 35' to s 40' -82 -107 -115 > 40' to s 45' -85 -110 -119 > 45' to s 50' -86 -112 -121 > 50' to <_ 55' -88 -115 -124 > 55' to 5 60' -89 -117 -125 a.00 O 0 0 oeoa 000000 0 0 0 O ee o 0 wao 0 a o o e 600000 00 P 000000 O 0eoee0 o . o 000eoo �eaa oo e o 0 0 o e 0 0 O O O O 6 00 160000 O O 0 0 0 6 0 e 0000 00000 o s o 0 .0 OO 0606 006060 0 0 0 0 0.3 O O q O O O O O O 00 O 060000 • e O O O O 60 O O O O O 0 00000 00 O 00 O O e O e O O OO MIAMI MIAMI-DADE COUNTY MGMPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Comrel Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve The rjgUt to have dris proditet- or material tested for quality assurance purposes. If this product or material fails to perform illthe Ucepwd rpriyner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, m a?j*' or susf dnd the us@ of such product or material within their jurisdiction. RER reserves the right to revoke this acigg Dance, if it is :..+. determined by Miami -Dade County Product Control Section that this product or material fah§ Jp jAcct the mg;iremeAs of the applicable building code. ...... .... ..:..' This product is approved as described herein, and has been designed to comply with the Florio&Rtilding Code' ...... including the High Velocity Hurricane Zone of the Florida Building Code. . . .. . ...... DESCRIPTION: Barcelona 900 Concrete Roof Tile • • , , LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and %Mowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 21-0420.06 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 22-0201.10 Expiration Date: 04/26/27 Approval Date: 04/21/22 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Barcelona 900 Length = 17" TAS 112 Width = 13" Type —1 a Y2" thick Trim Pieces Length: varies TAS-112 Width: varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyseto AH-160 TILE BONDTm Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof the adhesive. Touch `N Seal StormBondo 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBond* One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Product 0 0000 0 O° ° °° 0 0 0 0 0 Des°eE tjon ° o 0 ° ° High profile, interloeki erne-piee®,°'Se shapes. o 0 0 high-pressure extrudbtreowrete roofctile 0 0 000000 equipped with three eatl°li®les. F$1YodiPgct deck 0 o e or battened nail -on, m0echanically fasidned, 0 0 0 ° ° ° 00000o p000 mortar set or adhesig� ;gj,applicatwns. ° ° ° ° ° ° 0000 000000 Accessory trim, bo4teq Bprcelona, eoncrete o ° roof pieces for use al hips,°rakes:64ge% and o o o o 00 o valley terminations;nantfactured fot tach till ooo ° oe profile. 00 ° 00 0 0 ° 0 0 00 Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. DAP Foam, Inc. DAP Foam, Inc. NOA No.: 22-0201.10 CMIAMoADE COUNTY Expiration Date: 04/26/27 Approval Date: 04/21/22 Page 2 of 7 2.3 SUBMITTED EVIDENCE: Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. American Test Lab of South Florida PRl Construction Materials Technologies NEMO ETC, LLC Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631-01 IC-1320-94 25-7688-3 25-7688-10 25-7688-5 25-7688-4 520111-3 520191-2-1 Calculations Evaluation Calculations RT0617.03-16 RT0209.05-22 COPO-002-02-10 COPO-002-02-02 COPO-002-02-01 2002T0003.01 4c-DPBS-20-LSOTM-Ol .C.R 1 Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Physical Propegp ° o TAS 112000000 ° °°°°°° TAS 101 (Adhesiveget) TAS 101 (Morta? -Set Static Uplift Ttg4dg o TAS 1 Of ° 00 (3" Headlap, Nai&0Ili°rect Deck, New ConstructTn) Static Uplift 11* iFige TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS 112 TAS 112 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 °°°° ° ° `reV 1995 0 O0 0 00 ° °°° ° ° ° ° ° ° ° ° 000000 ° ° ° °°Junje 1996006°°0 Jt4 J°1996 00000 ° °Jm 1996°°°°° ° 0000 000000 ° ° ° 00 ° ° ° ° ° ° ° ° ° ° ° °°June1996a°°°°o ° ° ° ° ° ° °° Dec. 1998 March 1999 09/01/16 09/01/16 06/29/ 16 02/ 17/22 10/12/2016 10/12/2016 10/12/2016 11 /06/20 12/ 17/20 NOA No.: 22-0201.10 htu►Mi�oanE coin Expiration Date: 04/26/27 Approval Date: 04/21/22 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may require, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Department of Regulatory and Economic Development — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 Minimum slope 4/12 for mechanically attached tiles. 3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. °°°° ° ° ° ° 0000 000060 4. INSTALLATION ° °° ° ° u ° ° ° 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict, cpppliance with°Roofin°g° ° °' ° ° ° Application Standard RAS 118, RAS 119, and RAS 120. ° ° ®° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 4.2 Data For Attachment Calculations ` ° ° ° ° 00 06000 °°°°°° ° ° ° 0 Table 1: Average Weight (W) and Dimensions (I x w) ° ° ° : ° 00000 Tile Profile Weight-W (Ibf) Length -I (ft.) ° ° Width-wft.) °. ° : ° Barcelona 900 11.5 1.417 ° ° ° ° : p A a ° : Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application D i re c�t eck App t i o n Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - Mg (ftAbf) Tile Profile 2"• 12" 3" • 12" 499 • 12" 5" • 12" 6" • 12" 781 • 12" or greater Barcelona 900 Battens Direct Deck Battens Direct eck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 7.07 NIA 7.00 .19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 NOA No.: 22-0201.10 Expiration Date: 04/26/27 Approval Date: 04/21/22 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19132" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails Field Clip)0000 27.6 27.6 38.6 ° 2-10d Smooth or Screw Shank Nails - 38.1 03$.1 o 00 ° ° -J1.8 (Eave Clip) eeooeo ° e e eo 0 ooe 000000 0 0 2-10d Ring Shank Nails' r 33.1 1 048.0100 0 ° e °45.2 e 0000 1. Installation with a 4" the headlap and fasteners are located a min. of 2%" from head bf tV. 0 ° ° 0 e e ° -" W 0 0 0 0 e e 0 Table 5: Attachment Resistance Expressed as a Moment Mf (Mlbfy 00 for Two Paddy Adhesive 2 Set Systems 0 e ° ° e o ° 00 ° o Tile Profile Tile Application 000 Ominitnum 4 pettment e Residtarm Barcelona 900 TILE BOND rm Roof Tile Adhesive 193 TILE BOND rm Roof Tile Adhesive 29.34 ICP Adhesives Pol set® AH-160 29.35 Touch 'N Seal StormBond®2 666 Touch 'N Seal StormBond® 487 2 See foam adhesive manufacturer's component approval for installation requirements. 3 Medium paddy weight of 8 grams per paddy of TILE BONDTm Roof Tile Adhesive 4 Medium paddy weight of 10.7 grams per paddy of TILE BONDTm Roof Tile Adhesive 5 Medium paddy weight of 8 grams per paddy of Polyset® AH-160 6 Medium paddy weight of 8 grams per paddy of Touch 'N Seal StormBond ® 2 7 Medium paddy weight of 8 grams between tile and underlayment, paddy weight of 4 grams on overlap of tile of Touch 'N Seal StormBond ® one component) NOA No.: 22-0201.10 Expiration Date: 04/26/27 Approval Date: 04/21/22 Page 5 of 7 ° 09 0 0 Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 ICP Adhesives Pol set® AH-160 a ICP Adhesives Pol set® AH-160 38. Touch'N Seal StormBond®2 Touch'N Seal StormBond®2 6371 TILE BONDTM Roof Tile Adhesive 5812 8 Large paddy weight of 63 grams of Polyset®AH-160 9 Medium paddy weight of 24 grams of Polyset®AH-160 10 Large paddy weight of 60 grams of Touch 'N Seal StormBond ® 2 11 Medium paddy weight of 30 grams of Touch'N Seal StormBond ® 2 12 Two paddys combined to form one. Place one 10 gram paddy on the center of the underside of the tile, place a second paddy of 20 grams on the deck. When tile is placed the two paddys combine to create one paddy weight of 30 grams total of TILE BONDThI Roof Tile Adhesive. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) ... for Mortar Set Systems 0 .... 0 .... Tile Tile "' ' Attaefird4dt Profile Application Resistance •..• Barcelona 900 Mortar Set10 .. 24.5 13 Seespecific mortar manufacturers Notice of Acceptance • • • • ": .. .. �... ....�. 5. LABELING •••••• 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo a9 de tailed below,• • or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. DAOECOUNTY NOA No.: 22-0201.10 MIAMI , AD f. Expiration Date: 04/26/27 Approval Date: 04/21/22 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK '011e e 0 0 0 13" ee o eeeeee 0 eeeeee eeee o e eeee 000000 o e 0o eo oe0000 e e o 0 0 0 0 0 0 0 BARCELONA 9OO CONCRETE ROOF TILE ° ° ° END OF THIS ACCEPTANCE 3 5/8 " oeoo 0 0 eeee e o00 0 0 0 eo 0 0 00 0 0 0 0 0 00 0000 0 0 eeee 0 00 0 0 0 0 e eo oe o 0 0 0 0 00 0 0 0 0 e e e 0 0 eeeeee 0 0 eeeeee 0 0 00000 o e 0 e e e O 000000 0 0 0 e e e e e e 0 0 o° 0 0 o e 0 0 NOA No.: 22-0201.10 Expiration Date: 04/26/27 Approval Date: 04/21/22 Page 7 of 7 L3MLDIiv - FEviC t.-, tV f AFPizvVED DA-rc yj/tri MIMI®MADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Polyglass USA Inc. I I I I W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/ecoiiociiv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, ptodify, or sMpppdothe usp..... of such product or material within their jurisdiction. RER reserves the right to revoke this 9Q=e tdnce, if it is.. determined by Miami -Dade County Product Control Section that this product or material fails -to -meet tlio iequiremeats. of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flg11d2 EWildinj' ;ode. including the High Velocity Hurricane Zone of the Florida Building Code. .... . .... ..... DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city. state abd'fpllbwing. statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein...* RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.17-0614.22 and consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 1 of 7 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Product Dimensions Polystick IR-Xe 65' x 3' Or 33.4' x Manufacturing 3 Location # I & #2 60 mils thick Polystick TU Max Manufacturing Location # 1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick NITS Manufacturing Location #2 Polystick NITS Plus Manufacturing Location #2 Test Specification Product Description ASTM D 1970 A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. 65'8" x 3'3-3/8" TAS 103 and 60 mils thick ASTM D 1970 32' 10" x 3'33/8" TAS 103 and 130 mils thick ASTM D 1970 65' x 3'33/8" 80 mils thick 65'8" x 3'33/s" 60 mils thick TAS 103 and ASTM D 1970 TAS 103 A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. °°°° ° ° A rubberized asphalt waterpO)ofmfg membfldW, glass- ° ° ° ° : ° fiber/polyester reinforced, witha roI anulasumase ° ° designed for use as a tile root underlayment. °°°°°° ° ° ° °°°°°° A rubberized asphalt self-adbMfigglass rPgplyestt!r ° reinforced waterproofing membrane° °. Designed'as a meta% 00 ° °°°°°°° °°°°° roofing and roof tile underlayment ° ° ° ° ° ° 0000000 ° °°°°°° ° ° ° ° ° ° ° °° ° A homogeneous, rubberized asphalt wate$pt`bo�flig ° ° membrane, glass fiber reinfohed vAth pohyolef nic fill ° ° ° o on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. 6518" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing 60 mils thick membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32' l 0" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 2 of 7 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D 1623 05/ 12/ 14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/ 17/ 14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PLYG-SC 10130.09.16 ASTM D 1623 09/22/ 16 PLYG-SC 13035.08.17 TAS 103 & ASTM D4798 10/32/ 17 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city 0000 and state of manufacturing facility and the following statement: "Miami -Dade County°Pro4uct Cofitjgj �Lpprov9do ° ° ° or the Miami -Dade County Product Control Seal as shown below. ° be ° : ° 000 e ° 0 0 0 0 eee°ee 00 0 0000e0 MIAMI-DADE COUNTY e 000000 0000 00 0 0 0 0 0 0 o e 0000 a 00 00000 0 0 000000 0000 os000 o e o 0 oe ee 000s eee000 BUILDING PERMIT REQUIREMENTS: o e e e e e a e° e o 0 0 0 0 00 0 000aeo Application for building permit shall be accompanied by copies of the following: 0 0 ° ° 0 00 0 0 0 0 0 osooee 1. This Notice of Acceptance. 00 ° 06 ° ° 0 0 0 0 00 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 3 of 7 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank 0000 System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered* e e e• e e 0 0 o e e a o 0 0 0 0 Anchor/Base Sheet: e0 0 0 *so 0 One or more plies of ASTM D 226 Type II or ASTM D 2626. ...... 6 00 ° : ° 0 e e : ° Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a hti;tmum 4" helhd lap. (4)1... o base sheet only) 0 0 ° ° 0 ° ° ° 0 0 Membrane: s000 s so 0000t Elastoflex S6 G, hot asphalt applied ° ° e ° e e .. ..Go e e :. e ° Surfacing: See General Limitations Below. e • ° . e ° ° 0000 ° 000000 . .eo0o0 0 0 e o 0 0 0 0 00 0 oeo.00 0 0 0 Deck Type 1: 0 0 . 00 0 0 0 . e e0000e Wood, non -insulated ' ° 0 ° e ° e ° Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 4 of 7 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystief o tall be 000000 applied over the underlayment. 0 0 0 00 O O 000 0 O 0 O O Ooos00 00 O OOs000 GENERAL LIMITATIONS. 000000 0 O 0 Oes0a0 0 1. Fire classification is not part of this acceptance. ° 0000 0 ° 0 ° O O 0 case O 00 00000 2. Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltib logles, Vtb&shakes° e O a ° 0 and shingles, non-structural metal roofing, roof file systems and quarry slate roof assSmbii*es. a a a ° ° a a ° 0 ° Polystick TU P may be used in all the previous assemblies listed except metal roofing 90a : ° o ° ° 0 Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing ar�i roof ttle%,y�* eaems. a 0000 Polystick TU Max maybe used in non-structural metal roofing and roof tile systems° 0 P ° c ° ° ° 0 O 0 0 0 0 Elastoflex S6 G may be used in roof tile systems only. 0 ° O 00 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) Polystick MTS Polystick IR Xe Elastoflex S6 G Polystick TU Plus Polystick TU P Polystick TU Max Polystick MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 NIA 180 N/A 71 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 5 of 7 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G Polystick TU P TU Max MTS Plus MTS Plus with TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:1%.• Tile without battens ....., •„• The above slope limitations can be exceeded only by using battens in accordance with tjtp:4pprov cd Tile Systel....: Notice of Acceptance and applicable Florida Building Code requirements. When batt8pS aVrequijed', jaey shall. be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and io avoid dMffiiing of 012• •: directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure - two tiles laid . perpendicular to slope followed by a maximum four tile stack parallel to the slope, foi a total of 6 Ole-; for all underlayments except Polystick MTS which shall be loaded onto battens. Rooting idea (6 Max. Per Stack) n 12� 6 N � � I 1 roct Vrk pro:oreo in MLWnCKIU Riis I 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. MIAMI•DADE COUNTY NOA No.: 21-0602.14 , , Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 6 of 7 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 W metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polygjq%s POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 50D applied in bi;Ween the ° ° ° ° O O application of the lap. The use of mastic between the laps does not apply to Polystick 94T9. ° O O O O O ° ° ° O ° 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. R e seu vo the Polyjla>;s Tile° ° ° ° ° ° Loading Guidelines. See General Limitations #9 and # 10. ° ° O 0 0 0 0 0 0 p 0 O O O O O 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be usefltg� all pr®jec4�for ° O ° ° O pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 %41/i 2',Oorecau08m should be... ° O taken, such as the use of battens to prevent the sliding during the loading process. O O O 0000 O O O O O O O 00000 O O 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty Eeght (4NO Heurs. ° ° ° ° e ° O O 8. Polystick membranes may not be used in any exposed application such as crickets, exposea ovalley°s, or 8xposecC O ° O a: roof to wall details. ° Goo ° ° ° O 00 9. Repair of Polystick membranes is to be accomplished by applying Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 7 of 7 COUNTY 0U1LDING REVIEW — --/— AFF'RVED__ /yb/71v )Z_DU;T CONTROL SECTION 11 5 SW 26 Sheet, Room 208 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)""' __'Miami, Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy iCP Adhesives and Sealants, Inc. 12505 NW 44"Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cot4tvl9Vption (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the cightle have thhfProducttr material tested for quality assurance purposes. If this product or material fails to perform in !he accepted trialmer, the ' manufacturer will incur the expense of such testing and the AHJ may immediately revoke, r4q"1:or suspend the use V •' such product or material within their jurisdiction. RER reserves the right to revoke this acceptw=, if it ig determined �r • • Miami -Dade County Product Control Section that this product or material fails to meet the regiaaedents of the applicable . building code. .... ,,;,,• This product is approved as described herein, and has been designed to comply with the FlorNq b gilding Code including •:' the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polysee AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 17-0322.03 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page I of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof the systems using Polyset AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polyset®AH-160 N/A TAS 101 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 °°°° Product Dos° ° ° ° ° oriytion 00 ° ° 000000 ° °°° ° ° ° 00° ° ° ° 00 ° Two component polyuWbane foarp adhesive ° ° ° ° ° ° ° ° ° Dispensing Equipmeaf ° ° ° ° ° ° ° ° ° °°°°°° ° ° 0000 ° ° 0 00000 °°°°°° °°°° °°°° °o° Dispensing Equipment ° ° ° ° ° °°°° °°°°°° °° °°°° ° ° ° ° °° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° PRODUCTS MANUFACTURED BY OTHERS: ° ° ° ° ° : ° ° ° ° : 00 ° 00 Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which 14st attachment resistance values with the use of Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density @ 73°F ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM. D 1623 Water Absorption ASTM D2842 Moisture Vapor Transmission ASTM E96 Dimensional Stability ASTM D2126 Closed Cell Content ASTM D6226 Results 2.1 lbs./ft.3 18 PSI Parallel to rise 14 PSI Perpendicular to rise 29 PSI Parallel to rise 7% 2.3 Perms +0.03% Volume Change @ -40° F., 2 weeks -1.1% Volume Change @I58°F., 100% Humidity, 2 weeks 94% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Repo rt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/ 16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-743 8-7 SSTD 11-93 11 /02/95 25-7492 SSTD 11-93 12/ 12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01 /94 Polymers Division Trinity Engineering 7050.02.96-1 TAS 114 03/ 14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 002 Y V TAS 123 ® °°° ° °O°° ° °°° °°°°°° ° Celotex Corp. Testing Services 528454-2-1 TAS 101 ° ° ° : ° ° ° ° ° ° ° 10/23/98 ° ° ° ° ° ° ° ° ° ° ° 528454-9-1 °°°° °° ° 0°O°°; 528454-10-1 ° ° °°°° ° ° ° ° °° °°°O° 520109-1 TAS 101 °Oo°°o 1212C498 °°:°°° 520109-2 °° °° °°°° °°°°°° 520109-3 OOO°°° ° ° ° ° ° ° 520109-6 ° ° ° ° °° ° ° ° °O°°°° 520109-7 ° ° °° ° ° °°°°°° 520191-1 TAS 101 ° ° ° ®3=99 ° ° 520109-2-1 NEMO ETC, LLC 4p-ICP-20-SSLAP-OI.B- Physical Properties 12/4/20 R1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polyseto AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyseto AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 3 of 11 INSTALLATION: 1. Polysee AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of Polyset' AH-160. 2. Polyset' AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. Polyset`g AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is tequted beforo a P�ication000000 of any adhesive. The mix ratio between the "A" component and the "B" component sH4U be�rnainta�neA§etween O O 1.0-1.15 (A): 1.0 (B). ° ° O ° ° ° ° ° ° O 000000 ° 6. Polyset° AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or I� Xd'hesives PfbPack* ° ° ° : & 100 dispensing equipment only. ° O ° ° ° 000 ° °° °0000 7. Polyset' AH-160 shall not be exposed permanently to sunlight. O ° :°O O o O ° O ° ° O O : O ° ° ° 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minujj% Polyset' OAH-160 ° ° o : ° O O ° has been dispense 00 ° 00 O ° ° * O 9. Polyset® AH-160 placement and minimum patty weight shall be in accordance with tbe'gftemen; Details' OOOOpO herein. Each generic tile profile requires the specific placement noted herein. 00 ° 00 O ° ° ° O ° NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles # 1 l 7-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap 0000 Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal: ° ° 17 granas►per bead. O e edge) 20-25 sq. inches each ° ° O e O 0 bead ® o 0 °°°° °° 019000 ° 0 ° Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches ° ° ° 014 grals°u4er par; e ° 0 : 0 O 100 .r�vv O OO 00000 p 0 0 0 0 0 O O O O O00000° O O O O oe oe oese 000000 LABELING: 00000O ° ° ° 0 0 0 O All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of Nee ° ° ° ° ° ° ° manufacturer's name or logo and following statement: "Miami -Dade County Product Contro°l0 0 pp�oved" or tie Miamt e e e Dade County Product Control Seal as shown below. 0o e o 0 : ° ° ° 0 00 MIAMMADE couNnr ��Fgyyasyjqfj BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 5 of 11 Undarlayment ot0 in. \ J Nall through plastic cement (when required) Battens ADHESIVE PLACEMENT DETAIL # 1 Paddy (Beneath Tile) Fascia assure Nail through p'asH<ce (when required) Paddy (Beneath Tile) Underlaymmt IV lola.x 2in.wid• Battens optional .f 1 E.V. Course Fascia Weephole 10` 2in. Ea,edosure Drip edge Flat/Low Profile Tile I . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double?Ag jle •••• •••••• 1. Starting at the cave cour,%%- ply a lidindin 2....... (50.8 mm) x 10" (254 mtlj)ax {" (25.4 mm� foam..:..' paddy onto the underla9fhetlt positiom-das shown .... under the pan portion c7194 Me closest to the overlock of the tile being see' a. 2. Continue in same manner. Insure aM)rogpnately •17 (109.7 cm2)-23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm 2) square inch adhesive contact with the underside of the tile. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: O1/28/21 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nall through plastic eamant paddy laeneath Tile (when required)\ underlayment It 71n. y� 21n. Battens optional ° g: Eave Couna`�,^ �. 10 in. \ Fascia tin Eave Closure.__ \ Nail through plastic cement lwhen required) in. Battens optional (Beneath rile) Fascia Closure Flat/Low Profile Tile M Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under tJ;. strengthening rib closest to, the everlocrvfj4d tile .....• being set. •• ... • Continue in same manner.441g& approxinfately 10'.b.... (64.5 cm) - 12 (77.4 cm')s uVe inch Mcgive . •• • •• ..... contact with the underside o the tile. . ...... .... ..... Medium Profile i Double Pao Tile: •,.,•• • • I. Starting at the cave course, 8pplp a miljitrjum 2" (Sct.R•a. mm) x 10" (254 mm) x 1" (25.4 mm) Ibarrtpaddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (149.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm-) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: O1/28/21 Page 7 of 11 .Pti...i In. ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Drip edge High Profile / Single Pan Tile Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm'') — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown undere� an ...... portion of the tile closest to the overlock oflDg the being set. 0....:. 3. Continue in same manner. lust re approximately 17"• (109.7 cm2) - 19 (122.6 cO= square inch adhesive •' contact with the underside of jlregle. •"' 0. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 vadRFflKfnentaesl i Flat/Low Prot0e Tile Nail through plankoeman Single paddy under toe iwhen requirem / paddy then een ideal Battens / Paddylundertael optional + faY a in. Smgk paddy °"- u.derlaymenti _. _. ,loin" EaveCimure Eaee Course Fasda Fil On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in'- (109.7-148.4 cm) of adhesive contact with the underside of the tile 2. Apply a4"(101.6mm)X4;Q1,01.6min*rxI"(2504��• mm) foam paddy onto thBimd'erlayrnentgugt beloyy, : ,... the second course line posit..ioned foam paddy l under the strengthening ,qb,,, �q,r, flat ti" or,under tLe • pan portion of the tile, ctgwL to the Qnasalock fop • • - the second course tile to h%installed. Insi m approximately 8-9 in (Sd.6e5 1 cm t)t7Pddhesiv2 contact with the underside v) f I%e tile. 0. (Instructions continued on nesl page) , „• NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: O1128/21 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nadrhroughpiastic rP Single paddy under ule Iwhen requbedl Paddy Ibetw tiled Battens colonal h �'j paddy lunder tile) �.i• sawePadib' onun rh 4c4in. J/ addyan %p of 17e EweCwrse— ,y a — WeephoM 10hL ain. Eaxe cl s Dripedge HNb ProfHaTtle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) - I I (7Icm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. •..... .... ..... .. .. .... ..... NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: O1/28/21 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1 i Place enough adhesive to achieve 65 to 70sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn coven upside down. Place adhesive in to t in. from outside edge of cover tile. Then install the tile. Ensure 20 to 2S sq. in. contact area. rro Underlayment ,r x .01 r 9 ..t Sheathing Eave closure (motor shown) Fascia j Remove top portion of the eave course cover tile. Abut to second course of j pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm'-) — 7914314 cm'a square inch adhesive tontg a with tfie underside ° ° 00 0 0 000 0 of the pan tile. ° ° ° .000 °o ° oo°°°° o°°° °eo ° o ° 0 ° °oo 3. Turn covers upside doWp°vposing the underside ° of the tile. Apply a mNuuA 1" (15.4gx0n) x 10vo ° ° ° (254 mm) bead of adhwiw directly-m tr innet° ° ° ° edge of each side of the cever tile. L° ° ° 0 ° o ° approximately 3/4" (]§* jto 1" (25.04 mm) ° 0 960660 from the outside edgebf thefile, it�owoarcf. free o ° ° 0a foam to allow for expansion o ° ° ° ° ° ° 00 ° 00 0 0 0 ° o °° 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 20-1124.07 aMLAMMADE COUNTY ... , Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 11 of 11 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305 -795-2204„www. msvfl. ciov I APPr�, SECTION R4402.13'y�Zv HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained,. 1. Aesthetics -Workmanship: the workmanship provisioni*.gt$ecti��n R,'1402,are for the purpose of providing that the roof system meets the wind m—Atance and water-- ... instruction performance standards. Aesthetics (appearance) are ncia.cbnsiceration wit'r•. respect to workmanship provisions. Aesthetic issues such as color of �fdhitectOr" ...:. appearance, that are not part of a zoning code, should be addressedo&part of the '. agreement between the owner and the contractor. 0.0 . 2.% Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. )� Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. RevOI 142021 Pcjge 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov !rflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduce may be be ' i1l to.consideradditingal. venting ich can result in extending the ser, ce I' e of the r of. ••• :•: Owner/Agent's Signature Date Contractor Signature.:..: ,•••••Date•:--' For Forms and Applications click here: ....:. http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dpid=O&. epo=Wa.: mi5horesVillage RevO1 142021 Owners roofinq consideration Paqe 2 of 2 NOTICE OF COMMENCEMENT I11111111111►IIII 1111111111 Hilt Hitt IN IN A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION GFN 2C j22RCi361119 PERMIT NO. TAX FOLIO NO. I1320(P '4iq00 OR BK s-i 66 Pc 1196 'ii7VE`. �:!.i1at• 'ICFa: 7i "}'JF'i STATE OF FLORIDA: 1F COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: g425 W to AVE Miami &br2Sr Al- 3313S 2. Description of Improvement: _ 3. Owner(s) name and address: &W Ak~ Medical r i ,540133 Interest In property: ri ,Wr Name and address of fee 1 titleholder: 1AW Aganese I"frdcdf OWef-TAC. M5 NE 6 AVIE Minim it artr 3R39 A. Contractor's nameaddress; and phone number VQG &QFM1449YA Apt/ ¢ Cr 4F fa'8 a "M1 i 44W.f S. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number: Amount of bond S 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. I Q S. In addition to himself, Owners designates the following person(s) to receive a copy of the Usnor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: date Is 1 veer from W date of recording unless a dlffeem date Is apedfied) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y OTIC//F COM CEMENT. Signature(i of {/?AWS) o' d Officer/Director/Parmer/Manag r L , Prepared E lI _ Prepared By Q�( On !C-D Print Name Print Name G 2 Title/Office ' Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoin acknowledged before me this _e? day of e By 0 IndMdually, or O as for (Personally known, or ❑ produced the following type of Identificatio Signature of Notary Public: f Print Name: (SEAL)) ' Notary ZZI..Sleteol Floods VERIFICATION PURSUANT IANT TO SECTION 92,525. FLORIDA STATUTES a� Marm C uaau Under penalties of u I declare that I have read the fore oin and Ex �ommisuon GG 1:38ga P perjury, 9 g �,pea4° Enm+ace'Itd2o.3 that the facts stated in It are true, to the best of my knowledge entl beliel. - - - - - - - - - - - - --- Signatures) of Oviner(s) or QEyner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By trLm.er PAGE, Me STATE OF FLORIDA, COUNTY OF MIAMI- A D �c o rcur,,� I HMOY CERTIFY that this is a trvg 40 Of It,a g�(�� RfyIB� /j ('�/y� Ea of +� "*E53 B� 3�888T c a e3'